CN205637707U - Swimming pool - Google Patents

Swimming pool Download PDF

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Publication number
CN205637707U
CN205637707U CN201620322906.XU CN201620322906U CN205637707U CN 205637707 U CN205637707 U CN 205637707U CN 201620322906 U CN201620322906 U CN 201620322906U CN 205637707 U CN205637707 U CN 205637707U
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CN
China
Prior art keywords
swimming pool
base plate
concrete support
concrete
sidewall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn - After Issue
Application number
CN201620322906.XU
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Chinese (zh)
Inventor
毛子成
周峰
逄晟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Construction No 5 Group Co Ltd
Original Assignee
Shanghai Construction No 5 Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority to CN201521138851 priority Critical
Priority to CN2015211388519 priority
Application filed by Shanghai Construction No 5 Group Co Ltd filed Critical Shanghai Construction No 5 Group Co Ltd
Application granted granted Critical
Publication of CN205637707U publication Critical patent/CN205637707U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a swimming pool belongs to building construction field. Swimming pool includes bottom plate, lateral wall to reach concrete support column, a concrete supporting beam, support the mould and set up in the concrete cushion of backfill top. The utility model provides a technical scheme can realize that swimming pool includes bottom plate, lateral wall to the shaping is pour to an organic whole that reaches concrete support column, a concrete supporting beam, has advantages such as construction convenience, low price. And, utilize the concrete cushion as the bearing structure of swimming pool bottom plate, replaced the support mode that traditional steel form adds the scaffold frame, have construction convenience, stable in structure, low cost's advantage, having solved the swimming pool bottom plate, difficult found the mould and the interim bearing structure in a large amount of swimming pool bottom can't demolish the technological problem who causes the material extravagant, costly.

Description

A kind of swimming pool
Technical field
This utility model relates to a kind of swimming pool, belongs to the realm of building construction.
Background technology
In recent years, along with the raising of people's living standard, for physical culture, entertainment selection demand also constantly Raising, and it is deep by popular sports events for swimming.Therefore, the construction demand of large-scale swimming pool is in urgency Sharp increase adds.
Under normal circumstances, swimming pool is the profundal zone being gradually transitions the other end by the phytal zone of one end, and this just needs Want swimming pool base plate to have certain gradient, transformed in the swimming pool of 1.8 meters in the depth of water by 1.3 meters, base plate The vertical discrepancy in elevation reaches 50 centimetres, and in large-scale swimming pool, the two ends discrepancy in elevation of swimming pool base plate is bigger.Swimming pool is divided into room Outward, indoor two kinds, the construction of different types of swimming pool is also not quite similar.For outdoor swimming pool, it is common that according to The design parameters such as the gradient of base plate and the degree of depth of base plate, directly excavate molding, then build swimming pool base plate and side by laying bricks or stones Wall.But, for being arranged at the swimming pool of interior of building, due to the existence on building basis, it is impossible to carry out Swimming pool excavation construction, fixes steel form or the plank sheathing bottom mould as swimming pool base plate often by scaffold Plate, makes template form the gradient identical with swimming pool base plate, then pours swimming pool base plate in template.
There are the following problems in the construction of swimming pool base plate at present: the template of (1) swimming pool base plate is positioned at swimming pool base plate Lower section, this position template cannot be removed, and causes the waste of material;(2) swimming pool base plate has longer gentle slope, In construction, the distance between swimming pool base plate and building basis is less than at 30cm, at highly gradient In narrow space, the template construction difficulty of swimming pool base plate, useless work waste material;(3) wooden or steel template is stayed Bottom swimming pool, in being chronically at the environment that humidity is bigger, easily rot or get rusty, there is potential safety hazard. It is therefore desirable to existing swimming pool backplanes support mode is improved.
Utility model content
Main purpose of the present utility model is to provide a kind of swimming pool, possesses Stability Analysis of Structures, easy construction, cost Cheaper feature, solves to be difficult to formwork erection and a large amount of templates of temporary support and foot hands during swimming pool construction of bottom plates The difficult problem that frame cannot be removed.
For solving above technical problem, this utility model includes following technical scheme:
A kind of swimming pool, is arranged on big base plate, and described swimming pool includes swimming pool base plate and swimming pool sidewall, described swimming Pond also includes,
Concrete support post, connects described big base plate and described swimming pool base plate;
Concrete support beam, is positioned at described swimming pool sidewall, and is embedded on described concrete support post, institute State concrete support beam include some longitudinal and cross beams of crisscross setting, described longeron and described crossbeam it Between form spaced back filled region;
Supporting die, be arranged at described concrete support post, concrete support beam and the sidepiece of swimming pool sidewall and The lower section of described concrete support beam, is for supporting described concrete support post, concrete support beam and swimming The template of pond sidewall;
Backfill material, is positioned at described back filled region;
And concrete cushion, it is arranged at the top of described backfill material;
Wherein, described swimming pool base plate is arranged at described concrete support post, described concrete support beam and described Above concrete cushion, described concrete support post, described concrete support beam and described swimming pool base plate and Swimming pool sidewall is formed in one.
Further, being positioned at the supporting die below described swimming pool base plate is brick fetal membrane.
Further, in the bottom of the described swimming pool sidewall at described big base plate, it is provided with osculum.
It is preferably, is provided with drain pipe, at swimming pool in the described swimming pool sidewall surrounding at described big base plate When infiltration occurs, play drainage.
It is preferably, described swimming pool sidewall and described big back plate connections are provided with waterproof roll, described waterproof Web sheet is layed in the outside of described drain pipe.
This utility model, owing to using above technical scheme, is allowed to compared with prior art, has following excellent Point and good effect: this utility model is by arranging under the supporting role of supporting die, concrete cushion, it is achieved The formed by integrally casting molding of concrete support post, concrete support beam, swimming pool base plate and swimming pool sidewall, therefore The advantage that swimming pool has easy construction, structure is more stable that this utility model provides;Utilize concrete simultaneously Bed course instead of punching block and adds traditional supporting construction of scaffold, has an easy construction, constitutionally stable advantage, Also the difficult problem that swimming pool base plate is difficult to formwork erection, a large amount of temporary support structure cannot be removed is solved;It addition, crossbeam, In the back filled region that longeron is formed, amplification quantity construction waste can be filled out, reduce construction waste and pollute, be of value to city Environmental conservation.
Accompanying drawing explanation
The swimming pool vertical section along bottom board slope direction that Fig. 1 provides for this utility model first embodiment is illustrated Figure;
Fig. 2 is the partial enlarged drawing in G region in Fig. 1;
Fig. 3 for this utility model first embodiment provide for concrete support beam, concrete support post flat Face structural representation;
Fig. 4 is the partial enlarged drawing in territory, K-region in Fig. 1;
Fig. 5 is the flow chart of a kind of swimming pool construction method of this utility model the second embodiment;
In figure, label is as follows:
Swimming pool 100;Swimming pool base plate 110, decorative layer 111;Swimming pool sidewall 120;Concrete support post 130; Concrete support beam 140, crossbeam 141, longeron 142;Supporting die 150, brick fetal membrane 151;Back filled region 160, Backfill material 161, concrete cushion 162;Osculum 170;Drain pipe 180;Waterproof roll 190;The big end Plate 200.
Detailed description of the invention
A kind of swimming pool provided this utility model below in conjunction with the drawings and specific embodiments is made the most in detail Explanation.In conjunction with explanation and claims below, advantage of the present utility model and feature will be apparent from.Need Bright, accompanying drawing all uses the form simplified very much and all uses non-ratio accurately, only in order to convenient, bright Aid in illustrating the purpose of this utility model embodiment clearly.
Embodiment one
Referring to Fig. 1 to Fig. 4, the swimming pool profilograph that wherein Fig. 1 provides for the present embodiment, Fig. 2 is figure The enlarged drawing in G region in 1, Fig. 3 is the planar structure schematic diagram of concrete support beam, concrete support post, Fig. 4 is territory, K-region enlarged drawing in Fig. 1.Below in conjunction with accompanying drawing, main points of the present utility model are done further Explanation.
In conjunction with Fig. 1 and Fig. 2, swimming pool 100 is arranged on big base plate 200, including swimming pool base plate 110 and swimming Pond sidewall 120, and it is arranged on the decorative layer 111 of swimming pool base plate 110, swimming pool 100 inner containment has water. It is provided with concrete support post 130 and concrete support beam 140 between swimming pool base plate 110 and big base plate 200, Wherein concrete support beam 140 is embedded on concrete support post 130.In Fig. 2, at concrete support post The sidepiece of 130 is provided with supporting die 150, as the template of concrete support post 130;Certainly, at coagulation Soil support beam 140 and the sidepiece of swimming pool sidewall 120 and the lower section of described concrete support beam 140, be all provided with It is equipped with supporting die 150, figure fails show.In conjunction with Fig. 1 and Fig. 3, concrete support beam 140 includes indulging The horizontal some crossbeams 141 being crisscross arranged and longeron 142, formed mutually between crossbeam 141 and longeron 142 The back filled region 160 at interval, is filled with backfill material 161 in back filled region 160, above backfill material 161 Pouring the thick C20 concrete cushion 162 of one layer of 10CM, this concrete cushion 162 can be as at the bottom of swimming pool Bottom template when plate 110 pours.
In the present embodiment, under the effect of the templates such as supporting die 150, concrete cushion 162, it is achieved that Concrete support post 130, concrete support beam 140, swimming pool base plate 110 and the one of swimming pool sidewall 120 Pouring molding, the swimming pool 100 that therefore this utility model provides has more stable excellent of easy construction, structure Point.Utilize concrete cushion 162 to instead of punching block simultaneously and add traditional supporting construction of scaffold, have and execute Work is convenient, constitutionally stable advantage, also solves swimming pool base plate 110 and is difficult to formwork erection, a large amount of temporary support knot The difficult problem that structure cannot be removed.It addition, in the back filled region 160 of crossbeam 141, longeron 142 formation, can fill out and put A large amount of construction wastes, reduce construction waste and pollute, be of value to city environmental protection.
Wherein, supporting die 150 can be the version fixing wooden model or punching block with scaffold.But in view of mixed Solidifying soil support beam 140, swimming pool base plate 110 and the formed by integrally casting molding of swimming pool sidewall 120, the support of setting Mould 150 cannot be removed and material needs the factors such as cutting, somewhat expensive, and supporting die is preferably brick fetal membrane 151, See shown in Fig. 3.Using brick fetal membrane 151, expense is relatively low, it is adaptable to the arbitrarily concrete support beam of the gradient 140, and construction after can with concrete support post 130, concrete support beam 140 together as The permanent load-carrying members of swimming pool base plate 110.
In the diagram, swimming pool sidewall 120 and the junction of big base plate 200, it is provided with osculum 170, dredges Water pipe 180 and waterproof roll 190.Wherein, osculum 170 can be by pre-buried in swimming pool sidewall 120 Pvc pipe is as sleeve pipe, as osculum 170 after swimming pool sidewall 120 pours molding.At swimming pool base plate Under 110 fortuitous events that infiltration occurs, the hydrops penetrated in backfill material 161 can have osculum 170 to discharge. Certainly, in order to preferably discharge hydrops, can be at the brick fetal membrane 151 of the lower section of concrete support beam 140 with big Sleeve pipe needed for the most pre-buried osculum in junction 170 of base plate 200.It addition, arrange drain pipe 180, energy Play the effect of drain.Waterproof roll 190 be arranged at outside swimming pool sidewall 120 with big base plate 200 junction, Cover drain pipe 180.Waterproof roll 190 can prevent the hydrops on the outside big base plate 200 of swimming pool 100 from passing through Osculum 170 enters in back filled region 160;When also hydrops can occur in supporter 200 simultaneously, will building The sewage discharged in waste material is discharged by drain pipe 180, prevents sewage from flowing out along big base plate 200.
Embodiment two
The flow chart of the construction method of a kind of swimming pool that Fig. 5 provides for the present embodiment, below in conjunction with accompanying drawing pair The construction of the swimming pool in the present embodiment is described further.The construction method of this swimming pool 100, including walking as follows Rapid:
S1, concrete support post 130, concrete support beam 140 and swimming pool sidewall 120 are positioned, Unwrapping wire, fixing support concrete support post 130, concrete support beam 140 and the support of swimming pool sidewall 120 Mould 150.In this step, according to concrete support post 130, crossbeam 211, longeron 212 and swimming pool side Wall 120 plan-position size, carries out line setting, it is then determined that concrete support post 130, crossbeam 211, Longeron 212 and the position of swimming pool sidewall 120 supporting die 150, thus fixed form.Wherein, supporting die 150 are preferably brick fetal membrane 151, and brick fetal membrane 151 is more suitable for having gradual change height relative to wooden model or punching block Concrete support beam 140, there is easy construction, save timber, economic and practical feature, and brick tire Film 151 can be as the permanent load-carrying members of swimming pool base plate 110.
S2, fills backfill material 161 in back filled region 160 and tamps.After supporting die 150 is fixing, can Back filled region 160 to be filled backfill material 161, then tamp.Wherein, backfill material 161 can use building useless Material building waste etc., thus reduce construction waste and pollute, it is of value to city environmental protection.
S3, casting concrete bed course 162 above backfill material 161.After backfill material 161 is backfilling and compacted, On backfill material 161, the thick C20 concrete cushion 162 of 10CM can be poured, and make itself and swimming pool base plate 110 have the consistent gradient.In construction, according to drawing requirement, concrete cushion 240 is looked for Po Chu Reason, strict its peak of control and minimum point, the concrete cushion 162 poured is used as swimming pool base plate The bottom template of 110.
S4, fixing concrete support column 130, concrete support beam 140 and swimming pool side in supporting die 160 Reinforcing bar needed for wall 120, and on concrete cushion 162, fix swimming pool base plate 110 reinforcing bar.Wherein, coagulation Soil support column 130, concrete support beam 140, swimming pool base plate 110 and the reinforcing bar of swimming pool sidewall 120, can By form fixed bit one overall structures such as reinforcing bar binding, snapping, welding, after its integration pours, swimming Pond 100 structure is more stable.
S5, casting concrete support column 130, concrete support beam 140, swimming pool sidewall 120 and swimming pool Concrete needed for base plate 110.In this step, concrete one-time-concreting completes.
It is preferred embodiment in described step S1, also to include: step S11, in swimming pool side In the supporting die of wall 120, place the sleeve pipe needed for osculum 170 along the direction being perpendicular to supporting die 150. This sleeve pipe can be the pvc pipe being embedded in swimming pool sidewall 120 in advance.
Be preferred embodiment, step S5 after, also comprise the steps: S6, near big The surrounding of the swimming pool sidewall 120 at base plate 200 lays drain pipe 180 and waterproof roll 190.Drain pipe 180 Can play the effect guiding current with waterproof roll 190, waterproof roll 190 can isolate again waterproof roll simultaneously The hydrops of 190 both sides.
Foregoing description is only the description to this utility model preferred embodiment, not to this utility model scope Any restriction, any change that the those of ordinary skill in this utility model field does according to the disclosure above content, Modify, belong to the protection domain of claims.

Claims (5)

1. a swimming pool, is arranged on big base plate, and described swimming pool includes swimming pool base plate and swimming pool sidewall, its Being characterised by, described swimming pool also includes,
Concrete support post, connects described big base plate and described swimming pool base plate;
Concrete support beam, is positioned at described swimming pool sidewall, and is embedded on described concrete support post, institute State concrete support beam include some longitudinal and cross beams of crisscross setting, described longeron and described crossbeam it Between form spaced back filled region;
Supporting die, be arranged at described concrete support post, concrete support beam and the sidepiece of swimming pool sidewall and The lower section of described concrete support beam, is for supporting described concrete support post, concrete support beam and swimming The template of pond sidewall;
Backfill material, is positioned at described back filled region;
And concrete cushion, it is arranged at the top of described backfill material;
Wherein, described swimming pool base plate is arranged at described concrete support post, described concrete support beam and described Above concrete cushion, described concrete support post, described concrete support beam and described swimming pool base plate and Swimming pool sidewall is formed in one.
2. swimming pool bottom support body as claimed in claim 1, it is characterised in that be positioned at the bottom of described swimming pool Supporting die below plate is brick fetal membrane.
3. swimming pool as claimed in claim 1, it is characterised in that described at described big base plate The bottom of swimming pool sidewall, is provided with osculum.
4. swimming pool as claimed in claim 3, it is characterised in that described at described big base plate Swimming pool sidewall surrounding is provided with drain pipe, when infiltration occurs in swimming pool, plays drainage.
5. swimming pool as claimed in claim 4, it is characterised in that at described swimming pool sidewall and the described big end Plate junction is provided with waterproof roll, and described waterproof roll sheet is layed in the outside of described drain pipe.
CN201620322906.XU 2015-12-31 2016-04-18 Swimming pool Withdrawn - After Issue CN205637707U (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201521138851 2015-12-31
CN2015211388519 2015-12-31

Publications (1)

Publication Number Publication Date
CN205637707U true CN205637707U (en) 2016-10-12

Family

ID=57065766

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620322906.XU Withdrawn - After Issue CN205637707U (en) 2015-12-31 2016-04-18 Swimming pool

Country Status (1)

Country Link
CN (1) CN205637707U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756377A (en) * 2015-12-31 2016-07-13 上海建工五建集团有限公司 Swimming pool and construction method thereof
EA036353B1 (en) * 2017-04-28 2020-10-29 Александр Леонидович Солдатов Swimming pool

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756377A (en) * 2015-12-31 2016-07-13 上海建工五建集团有限公司 Swimming pool and construction method thereof
CN105756377B (en) * 2015-12-31 2018-01-19 上海建工五建集团有限公司 A kind of swimming pool and its construction method
EA036353B1 (en) * 2017-04-28 2020-10-29 Александр Леонидович Солдатов Swimming pool

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GR01 Patent grant
C14 Grant of patent or utility model
AV01 Patent right actively abandoned

Granted publication date: 20161012

Effective date of abandoning: 20180119

AV01 Patent right actively abandoned